CN107299618A - A kind of inland river slope type ecological revetment structure - Google Patents
A kind of inland river slope type ecological revetment structure Download PDFInfo
- Publication number
- CN107299618A CN107299618A CN201710741379.5A CN201710741379A CN107299618A CN 107299618 A CN107299618 A CN 107299618A CN 201710741379 A CN201710741379 A CN 201710741379A CN 107299618 A CN107299618 A CN 107299618A
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- Prior art keywords
- fish groove
- coconut meat
- fish
- reynolds mat
- shredded coconut
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/08—Fish passes or other means providing for migration of fish; Passages for rafts or boats
- E02B8/085—Devices allowing fish migration, e.g. fish traps
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/60—Ecological corridors or buffer zones
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Marine Sciences & Fisheries (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of inland river slope type ecological revetment structure, the greening portion for setting gradually and connecting including being pushed up from slope to bottom of slope, fish groove installation portion, bank protection portion and spats portion, fish groove installation portion is arranged at working water level, including fish groove mounting structure, fish groove mounting structure includes multiple rectangle fish grooves lain on one's side of longitudinally being embarked on journey along bank slope, the opening of rectangle fish groove meets water setting, spaced apart multigroup alloy steel cage I is provided with bank protection portion, fish are equipped with the side of alloy steel cage I and/or top surface and import and export I, kentledge stone I is filled with alloy steel cage I.The present invention can effectively prevent bank soil by the scour of current, smaller on the Exchange of material and energy influence between water body and bank soil with very strong permeability；Good ecoscape can be moulded for riverbank, the habitat of a diversification can be provided for aquatic organism, habitat can be provided for the different aquatic organisms for perching characteristic.
Description
Technical field
The present invention relates to a kind of inland river bank protection structure, particularly a kind of inland river slope type ecological revetment structure.
Background technology
Using hard materials such as armored concrete, concrete, cemented rock and placed rockfills more than traditional bank protection structure, this
A little structures can effectively prevent riverbank by the scour of current, but form the riverbank of " pleasing both parties ", block between water-soil
Exchange of material and energy, the heavy damage ecological integrality in river, material impervious to water or structural shape cause Riparian Zone to turn into
The system of one closing, has had a strong impact on the hydrophytic habitat in river.
Promote a conservation culture is 18 big " five in one " overall development layouts and the Chinese dream of the great rejuvenation of the Chinese nation
Important content.During " 12 ", build unimpeded, safety, modernization inland waterway system efficiently, green and be confirmed as first
National strategy.Intelligent, the efficient, waterway construction of ecology is the inexorable trend of following waterway construction, it is therefore desirable to researched and developed
New ecological waterway regulation structure.
The content of the invention
The present invention provides a kind of inland river slope type ecological revetment structure to solve technical problem present in known technology,
The structure can meet the requirement on bank revetment function, have good ecological benefits again.
The present invention is adopted the technical scheme that to solve technical problem present in known technology：A kind of inland river ramp type
Ecological revetment structure, including the greening portion that sets gradually and connect, fish groove installation portion, bank protection portion and spats are pushed up to bottom of slope from slope
Portion, the fish groove installation portion is arranged at working water level, including fish groove mounting structure, and the fish groove mounting structure includes multiple edges
Bank slope is longitudinally embarked on journey the rectangle fish groove lain on one's side, and the opening of the rectangle fish groove meets water setting, provided with interval in the bank protection portion
Multigroup alloy steel cage I of arrangement, the alloy steel cage I is located at 1.5-2.0 meters of water levels, in the alloy steel cage I
Fish are equipped with side and/or top surface and import and export I, kentledge stone I is filled with the alloy steel cage I.
Multiple pipes arranged side by side are fixed with the rectangle fish groove, the rear end of the pipe is vertically fixed on the rectangle
The bottom of fish groove, the front end of the pipe is concordant with the front end of the rectangle fish groove, is provided with the bottom land of the rectangle fish groove
Multiple permeable holes, loaded filter is provided with the bottom land rear of the rectangle fish groove.
The greening portion is sequentially provided with shredded coconut meat volume layer I and Reynolds mat I from bottom to up；The fish groove installation portion uses two-stage
Ledge structure, including higher level's step surface greening structure, the subordinate's step that is connected with the bank protection portion being connected with the greening portion
Face supporting construction and the fish groove mounting structure, higher level's step surface greening structure include the shredded coconut meat set gradually from bottom to up
Volume layer II and Reynolds mat II, subordinate's step surface supporting construction include shredded coconut meat volume layer V and the thunder set gradually from bottom to up
Promise protection pad V, the fish groove mounting structure include set gradually from back to front from higher level's step front end face shredded coconut meat volume layer IV,
Reynolds mat IV, the loaded filter and the rectangle fish groove, the lower wall of the rectangle fish groove are supported by the Reynolds mat V；
The bank protection portion is sequentially provided with shredded coconut meat volume layer VI and Reynolds mat VI from bottom to up；The Reynolds mat I and the Reynolds mat
II structure is identical, and middle and lower part is provided with rubble or boulder bed, and top is provided with ecological pad；The Reynolds mat IV, the Reynolds mat
V is identical with the structure of Reynolds mat VI, and rubble or cobble are completely filled out in pad；The shredded coconut meat volume layer I, the shredded coconut meat volume layer II, institute
Shredded coconut meat volume layer IV, the shredded coconut meat volume layer V and the shredded coconut meat volume layer VI is stated to be laid on respectively on the corresponding soil body, and successively
Link into an integrated entity；The Reynolds mat I, the Reynolds mat II, the Reynolds mat IV, the Reynolds mat V and the thunder
Promise protection pad VI is sequentially connected integrally.
The lower wall of the rectangle fish groove is provided with forward portion, and the front end of the forward portion supports with subordinate's step surface and tied
The front end of structure is concordant.
Overburden layer is provided with the upper side wall of the rectangle fish groove, shredded coconut meat volume layer III is provided with the overburden layer, in institute
Shredded coconut meat volume layer III is stated provided with Reynolds mat III, the shredded coconut meat volume layer III connection relative with the level of shredded coconut meat volume layer II is described
Reynolds mat III is identical with the structure of Reynolds mat II and level is connected relatively.
Thrown in the pipe and be placed with fish shelter or block stone.
The spats portion is formed by dissipating the multiple alloy steel cage groups thrown, and each alloy steel cage group is by many
What the individual colligation of alloy steel cage II was formed by connecting, passed in and out on the side of the alloy steel cage II and/or top surface provided with fish
Mouth II, block stone II is filled with each alloy steel cage II.
The distance between alloy steel cage I described in adjacent two groups is 25-30m.
The present invention has the advantages and positive effects of：Feature：By continuously arranging shredded coconut meat volume layer to bottom of slope from slope top
With Reynolds mat, bank soil can be effectively prevented by the scour of current, meanwhile, flexible structure has very strong infiltration
Property, it is smaller on the Exchange of material and energy influence between water body and bank soil.It is ecological：By on greening portion and fish groove pacify
Ecological pad is set above dress portion, and after construction a period of time, the soil body starts to root inside ecological pad, can be moulded well for riverbank
Ecoscape；At working water level, the small fish groove being made up of multiple pipes is aquatic together with the internal block stone thrown or fish shelter of dissipating
Thing provides the habitat of a diversification, and the permeable hole of fish trench bottom meets the horizontal water penetration demand of structure.This
Outside, the forward portion of rectangle fish groove lower wall, can not only enhancing structure stability, moreover it is possible to provided for aquatic organism and extra perch field
Institute.The alloy steel cage set at 1-1.5 meters of water levels and at bottom of slope, can provide for the different aquatic organisms that perch characteristic and perch
Environment.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is Fig. 1 I enlarged drawing；
Fig. 3 is Fig. 1 II enlarged drawing；
Fig. 4 is Fig. 1 III enlarged drawing；
Fig. 5 is rectangle fish groove front view of the invention；
Fig. 6 is Fig. 5 side view；
Fig. 7 is the alloy steel cage I of the present invention and the first structural representation of alloy steel cage II；
Fig. 8 is the alloy steel cage I of the present invention and second of structural representation of alloy steel cage II；
Fig. 9 is the alloy steel cage I of the present invention and the third structural representation of alloy steel cage II.
In figure：1st, greening portion；1-1, shredded coconut meat volume layer I；1-2, Reynolds mat I；1-3, rubble or boulder bed；1-4, ecology
Pad；2nd, fish groove installation portion；2-1, higher level's step surface greening structure；2-1-1, shredded coconut meat volume layer II；2-1-2, Reynolds mat II；2-2、
Fish groove mounting structure；2-2-1, rectangle fish groove；2-2-2, pipe；2-2-3, permeable hole；2-2-4, loaded filter；2-2-5, fish shelter or
Block stone；2-2-6, shredded coconut meat volume layer IV；2-2-7, Reynolds mat IV；2-2-8, overburden layer；2-2-9, shredded coconut meat volume layer III；2-2-10、
Reynolds mat III；2-3, subordinate's step surface supporting construction；2-3-1, shredded coconut meat volume layer V；2-3-2, Reynolds mat V；3rd, bank protection portion；
3-1, shredded coconut meat volume layer VI；3-2, Reynolds mat VI；4th, alloy steel cage I；4-1, fish import and export I；4-2, kentledge stone I；5、
Spats portion.
Embodiment
In order to further understand the content, features and effects of the present invention, hereby enumerating following examples, and coordinate accompanying drawing
Describe in detail as follows：
Fig. 1~Fig. 9, a kind of inland river slope type ecological revetment structure are referred to, including pushes up to bottom of slope and is set gradually simultaneously from slope
Greening portion 1, fish groove installation portion 2, bank protection portion 3 and the spats portion 5 of connection.The fish groove installation portion 2 is arranged at working water level, bag
Including fish groove mounting structure 2-2, the fish groove mounting structure 2-2 includes multiple rectangle fish groove 2-2- lain on one's side that longitudinally embarked on journey along bank slope
1, the rectangle fish groove 2-2-1 opening are met water setting, and spaced apart multigroup alloy steel cage is provided with the bank protection portion 3
I 4, the alloy steel cage I 4 is located at 1.5-2.0 meters of water levels, on the side of the alloy steel cage I 4 and/or top surface
I 4-1 is imported and exported provided with fish, the 4-2 of kentledge stone I is filled with the alloy steel cage I 4.
By using greening portion 1, rectangle fish groove 2-1 and alloy steel cage I 4, there is the present invention ecological well.
In the present embodiment, multiple pipe 2-2-2 arranged side by side, the pipe are fixed with the rectangle fish groove 2-2-1
2-2-2 rear end is vertically fixed on the bottom of the rectangle fish groove 2-2-1, the front end of the pipe 2-2-2 and the rectangle fish
Groove 2-2-1 front end is concordant, multiple permeable hole 2-2-3 is provided with the bottom land of the rectangle fish groove 2-2-1, in the rectangle fish
Groove 2-2-1 bottom land rear is provided with loaded filter 2-2-4.More preferably scheme is：Thrown in the pipe 2-2-2 and be placed with fish shelter or block
Stone 2-2-5.Multiple pipe 2-2-2 formation small fish grooves, dissipate the fish shelter thrown together with its inside or block stone 2-2-5 provide for aquatic organism
The habitat of one diversification；The permeable hole 2-2-3 of fish trench bottom, meets structure laterally permeable demand.
In the present embodiment, the greening portion 1 is sequentially provided with the 1-1 of shredded coconut meat volume layer I and the 1-2 of Reynolds mat I from bottom to up；Institute
State fish groove installation portion 2 use two-stage ledge structure, including be connected with the greening portion 1 higher level's step surface greening structure 2-1, and
Subordinate step surface supporting construction 2-3 and the fish groove mounting structure 2-2 that the bank protection portion 3 is connected, higher level's step surface are green
Change the 2-1-1 of shredded coconut meat volume layer II and the 2-1-2 of Reynolds mat II that structure 2-1 includes setting gradually from bottom to up, subordinate's step
Face supporting construction 2-3 includes the 2-3-1 of shredded coconut meat volume layer V and the 2-3-2 of Reynolds mat V set gradually from bottom to up, the fish groove
Mounting structure 2-2 includes the 2-2-6 of shredded coconut meat volume layer IV, the Reynolds mat IV set gradually from back to front from higher level's step front end face
2-2-7, the loaded filter 2-2-4 and the rectangle fish groove 2-2-1, the lower wall of the rectangle fish groove 2-2-1 is by the Reynolds
The 2-3-2 of protection pad V is supported；The bank protection portion 3 is sequentially provided with the 3-1 of shredded coconut meat volume layer VI and the 3-2 of Reynolds mat VI from bottom to up；It is described
The 1-2 of Reynolds mat I is identical with the 2-1-2 structures of Reynolds mat II, and middle and lower part is provided with rubble or boulder bed 1-3, and top is provided with
Ecological pad 1-4；The 2-2-7 of Reynolds mat IV, the 2-3-2 of the Reynolds mat V are identical with the 3-2 structures of Reynolds mat VI,
Rubble or cobble are completely filled out in pad；The 1-1 of shredded coconut meat volume layer I, the 2-1-1 of shredded coconut meat volume layer II, the 2-2-6 of shredded coconut meat volume layer IV,
The 2-3-1 of shredded coconut meat volume layer V and the 3-1 of shredded coconut meat volume layer VI are laid on the corresponding soil body respectively, and are in turn connected into
One；The 1-2 of Reynolds mat I, the 2-1-2 of the Reynolds mat II, the 2-2-7 of the Reynolds mat IV, the Reynolds mat V
2-3-2 and the 3-2 of the Reynolds mat VI are sequentially connected integrally.Continuously arrange that shredded coconut meat volume layer is protected with Reynolds to bottom of slope from slope top
Pad, can effectively prevent bank soil by the scour of current, meanwhile, flexible structure has very strong permeability, to water body and bank
Exchange of material and energy influence between the soil body of slope is smaller.
In the present embodiment, the lower wall of the rectangle fish groove 2-2-1 is provided with forward portion, the front end of the forward portion and institute
The front end for stating subordinate step surface supporting construction 2-3 is concordant.The forward portion of rectangle fish groove lower wall, can not only enhancing structure stabilization
Property, moreover it is possible to extra habitat is provided for aquatic organism.
In the present embodiment, overburden layer 2-2-8 is provided with the upper side wall of the rectangle fish groove 2-2-1, in the earthing
Layer 2-2-8 is provided with the 2-2-9 of shredded coconut meat volume layer III, described provided with the 2-2-10 of Reynolds mat III on the 2-2-9 of shredded coconut meat volume layer III
The 2-2-9 of shredded coconut meat volume layer III connections relative with the 2-1-1 levels of shredded coconut meat volume layer II, the 2-2-10 of Reynolds mat III and the thunder
The 2-1-2 structures of promise protection pad II are identical and level is connected relatively.In the 2-2-10 of Reynolds mat III be provided with ecological pad, construction one section when
Between after, the soil body starts to root inside ecological pad, can mould good ecoscape for riverbank.
In the present embodiment, the spats portion 5 is formed by dissipating the multiple alloy steel cage groups thrown, each alloy
Wire basket group is formed by connecting by multiple colligations of alloy steel cage II, in the side of the alloy steel cage II and/or top surface
II is imported and exported provided with fish, block stone II is filled with each alloy steel cage II.Alloy described in adjacent two groups
The distance between wire basket I 4 is 25-30m.The alloy set at the alloy steel cage I 4 and bottom of slope set at 1-1.5 meters of water levels
Wire basket II, can provide habitat for the different aquatic organisms for perching characteristic.
Although the preferred embodiments of the present invention are described above in conjunction with accompanying drawing, the invention is not limited in upper
The embodiment stated, above-mentioned embodiment is only schematical, be not it is restricted, this area it is common
Technical staff is under the enlightenment of the present invention, in the case where not departing from present inventive concept and scope of the claimed protection, also
Many forms can be made, these are belonged within protection scope of the present invention.
Claims (8)
1. a kind of inland river slope type ecological revetment structure, it is characterised in that including pushing up to bottom of slope what is set gradually and connect from slope
Greening portion, fish groove installation portion, bank protection portion and spats portion, the fish groove installation portion are arranged at working water level, including fish groove is installed
Structure, the fish groove mounting structure includes multiple rectangle fish grooves lain on one's side, the opening of the rectangle fish groove of longitudinally being embarked on journey along bank slope
Met water setting, and spaced apart multigroup alloy steel cage I is provided with the bank protection portion, and the alloy steel cage I is located at 1.5-
At 2.0 meters of water levels, fish are equipped with the side of the alloy steel cage I and/or top surface and import and export I, in the steel alloy
Kentledge stone I is filled with silk cage I.
2. slope type ecological revetment structure in inland river according to claim 1, it is characterised in that solid in the rectangle fish groove
Surely there are multiple pipes arranged side by side, the rear end of the pipe is vertically fixed on the bottom of the rectangle fish groove, the front end of the pipe
Front end with the rectangle fish groove is concordant, multiple permeable holes is provided with the bottom land of the rectangle fish groove, in the rectangle fish groove
Bottom land rear be provided with loaded filter.
3. slope type ecological revetment structure in inland river according to claim 1, it is characterised in that the greening portion is from bottom to up
It is sequentially provided with shredded coconut meat volume layer I and Reynolds mat I；
The fish groove installation portion use two-stage ledge structure, including be connected with the greening portion higher level's step surface greening structure,
The subordinate's step surface supporting construction being connected with the bank protection portion and the fish groove mounting structure,
Higher level's step surface greening structure includes shredded coconut meat volume layer II and the Reynolds mat II set gradually from bottom to up,
Subordinate's step surface supporting construction includes shredded coconut meat volume layer V and the Reynolds mat V set gradually from bottom to up,
The fish groove mounting structure includes shredded coconut meat volume layer IV, the Reynolds shield set gradually from back to front from higher level's step front end face
Pad IV, the loaded filter and the rectangle fish groove, the lower wall of the rectangle fish groove are supported by the Reynolds mat V；
The bank protection portion is sequentially provided with shredded coconut meat volume layer VI and Reynolds mat VI from bottom to up；
The Reynolds mat I is identical with the structure of Reynolds mat II, and middle and lower part is provided with rubble or boulder bed, and top is provided with ecology
Pad；
The Reynolds mat IV, the Reynolds mat V are identical with the structure of Reynolds mat VI, and rubble or cobble are completely filled out in pad；
The shredded coconut meat volume layer I, the shredded coconut meat volume layer II, the shredded coconut meat volume layer IV, the shredded coconut meat volume layer V and the shredded coconut meat volume layer
VI is laid on the corresponding soil body respectively, and is sequentially connected integral；
The Reynolds mat I, the Reynolds mat II, the Reynolds mat IV, the Reynolds mat V and the Reynolds mat
VI is sequentially connected integrally.
4. slope type ecological revetment structure in inland river according to claim 3, it is characterised in that the downside of the rectangle fish groove
Wall is provided with forward portion, and the front end of the forward portion is concordant with the front end of subordinate's step surface supporting construction.
5. slope type ecological revetment structure in inland river according to claim 3, it is characterised in that in the upper of the rectangle fish groove
Side wall is provided with overburden layer, and shredded coconut meat volume layer III is provided with the overburden layer, and Reynolds mat is provided with the shredded coconut meat volume layer III
III, the shredded coconut meat volume layer III connection relative with the level of shredded coconut meat volume layer II, the Reynolds mat III and the Reynolds mat II
Structure is identical and level is connected relatively.
6. slope type ecological revetment structure in inland river according to claim 1, it is characterised in that throw and be placed with the pipe
Fish shelter or block stone.
7. slope type ecological revetment structure in inland river according to claim 1, it is characterised in that the spats portion is by dissipating throwing
Multiple alloy steel cage groups formation, each alloy steel cage group is formed by connecting by multiple colligations of alloy steel cage II
, II is imported and exported provided with fish on the side of the alloy steel cage II and/or top surface, in each alloy steel cage II
Inside it is filled with block stone II.
8. slope type ecological revetment structure in inland river according to claim 1, it is characterised in that alloy described in adjacent two groups
The distance between wire basket I is 25-30m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710741379.5A CN107299618B (en) | 2017-08-25 | 2017-08-25 | Inland river slope type ecological revetment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710741379.5A CN107299618B (en) | 2017-08-25 | 2017-08-25 | Inland river slope type ecological revetment structure |
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| Publication Number | Publication Date |
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| CN107299618A true CN107299618A (en) | 2017-10-27 |
| CN107299618B CN107299618B (en) | 2020-10-16 |
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ID=60132145
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710741379.5A Active CN107299618B (en) | 2017-08-25 | 2017-08-25 | Inland river slope type ecological revetment structure |
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| CN108589639A (en) * | 2018-06-29 | 2018-09-28 | 计翔 | A kind of steel sheet pile bulkhead ecology storehouse |
| CN111441309A (en) * | 2020-04-08 | 2020-07-24 | 于广 | Hydraulic engineering bank protection |
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| Publication number | Publication date |
|---|---|
| CN107299618B (en) | 2020-10-16 |
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